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30, <br />MIN. EACH WAY <br />MONOLITHIC FOOTING <br />}} <br />•. <br />Z <br />STEEL REINFORCING IN GROUTED <br />STEEL REINFORCING IN GROUTED <br />D <br />CELL SEE PLAN FOR SIZE AND <br />Q a <br />CELL SEE PLAN FOR SIZE AND <br />• <br />0 4. <br />SPACING REQUIREMENTS <br />SPACING REQUIREMENTS <br />° - v <br />co <br />'.. <br />I. <br />U <br />Ka <br />S <br />• FM <br />K Z <br />8" CMU WALL <br />O y <br />8"CMU WALL <br />• . p CORNER BARS, SAME SIZE AS LARGER BAR <br />I <br />O b — <br />' <br />Z <br />i`0'-(7'WAY <br />° IN FOUNDATION WITH 30"LEG EACH <br />0'-0" <br />AT ALL CHANGES IN DIRECTIONS <br />r-1 <br />� TOP OF SLAB <br />TOP OF SLAB <br />(• SO THAT THE STEEL REINF. IS CONTINUOUS <br />MATCH AMOUNT OF CONTINUOUS BARS <br />EXT. PORCH BLABCHAMFER <br />SEE SLAB SCHEDULEARISIZE 48 BAR DIA. <br />(1-STORY) <br />#3 18" <br />EXT. PORCH SLAB <br />• SEE SLAB SCHEDULETOP OF GARAGE <br />I . ,CONTINUOUS STEEL MONOLITHIC <br />FOOTING REINFORCEMENT SEE SCHEDULE <br />°JOINT <br />W/1/2'ISOLATION <br />(WHERE <br />VAN <br />CHAMFER (2-STORY) <br />44 P1V <br />W/ 1/Z'ISOLATION <br />4" CHAMFER (1-STORY) <br />6" CHAMFER (2STORY) <br />APPLICABLE) i <br />SCHEDULE 00" <br />JOINT(WHERE <br />APPLICABLE) <br />_ <br />Z <br />•'` <br />•iEESCHEDULE#`' <br />4WHEN <br />TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />WXD, BAR SIZE <br />FOR WXD, BAR SIZE <br />DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST <br />BAR QUANTITY #6 42' <br />N AND BAR QUANTITY <br />NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), UNO <br />EXTERIOR MONO -FOOTING <br />EXTERIOR MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />SCALE: 3/4"=T-lY' <br />GARAGE SCALE: 3/4"=l'-O" <br />CORNER BARS DETAIL <br />@ <br />SCALE: 3/4"=V-0' <br />GARAGE DOOR <br />LAP TOP PLATE A MIN. OF 48" <br />W RECESS <br />AND NAIL W/ 16d COMMON <br />I <br />NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT <br />W =O 9+ <br />LAP TO OCCUR OVER STUD OF WALL W/ PLAN <br />W W <br />W LU=: <br />U N <br />W <br />W <br />2X4 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />WALL W/ SYP <br />No 2 STUDS SEE PLANS FOR <br />CURB FOR <br />O (- I <br />j U) NEW REINF. BAR <br />a <br />a0, SECURED W/ 2- PART <br />3 <br />SPACING. SINGLE BTM. PLATE SECURE BT. PLATE TO SLAB W/ <br />lrZWl' WEDGE ANCHOR W/ 2" <br />TO BE PT. PROVIDE DEL. TOP <br />PLATE WASHER SET IN HIGH STRENGTH <br />j� MASONRY <br />UNITS SET <br />�:0. AT ELEV. <br />2" CAPPED <br />a EPDXY. MIN. EMBED <br />EPDXY 5-1/2" EMBED. MIN. 016" OC <br />0'-0.. <br />GALVANIZED PIPE <br />g 8, UNO <br />SIMPSON SPH4 OR SPH6 MAX. <br />W/FLANGE @ BASE <br />Q O FOLLOW ALL MANF. <br />BTM AND TOP PLATE <br />SPECIFICATIONS FOR <br />ANCHORS W/ 10d x 1 12" <br />USE AND <br />COMMON NAILS FILL ALL <br />M <br />PREPARATION OF <br />HOLES, DO NOT USE 10d W <br />HOLE. <br />ZX <br />x3" SLAB SCHEDULE <br />SECURE FLANGE TO <br />J <br />Q <br />RECESS AROUND GARAGE <br />SLAB Wl(4) 1/4" X 2 1/4" <br />p •�• <br />"Q�° <br />[SEE <br />+- 0'-0" <br />DOOR OPENING <br />TAPCONS <br />TOP OF SLAB ..: _. <br />—� <br />,1 _ <br />4 <br />QQ <br />- <br />• <br />SCALE: 3/4"=,•-0" <br />4" CHAMFER(1 STORY) <br />°�- — <br />° <br />6' CHAMFER (2-STORY) <br />-� ° ° �• <br />LAP TOP PLATE A MIN. OF 48" <br />EQ. EQ. SEE SCHEDULE <br />AND NAIL W/ 16d COMMON VERIFY HEIGHT <br />NAILS, 2-ROWS, 4" O/C BTM. HEIGHT <br />FOR WXD, BAR SIZE <br />PLAN <br />LAP TO OCCUR OVER STUD OF WALL <br />AND BAR QUANTITY <br />ADDING BAR TO <br />'7 INTERIOR CURB FOUNDATION WOOD WALL <br />PROVIDE BLOCKING <br />WALOL W// SYP NoD2STUDISSEE <br />r SCALE:34"=1'-0" <br />BOLLARD <br />MONOLITHIC FOUNDATION <br />PLANS FOR SPACING. SINGLE <br />5 <br />6 <br />3/4"=T-a' <br />(W/ UPLIFT) <br />BTM. PLATE TO BE PT. <br />SCALE: 3/4"=1'-0 <br />scALE: <br />PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO <br />SLAB W/10d MASONRY <br />NAIL 16" O/C STAGGERED. <br />ADDITIONAL METAL <br />CONNECTORS NOT <br />REQUIRED WHEN NO <br />UPLIFT IS PRESENT. <br />W <br />SLAB SCHEDULE <br />LAP TOP PLATE A MIN. OF 46' <br />AND NAIL W/ 16d COMMON <br />Q <br />NAILS, 2-ROWS, 4" O/C BTM. <br />VERIFY HEIGHT <br />STEEL REINFORCING IN GROUTED <br />[SEE <br />+- 0'-(1" <br />LAP TO OCCUR OVER STUD <br />OF WALL W/ PLAN <br />CELL SEE PLAN FOR SIZE AND <br />TOP OF SLAB <br />SPACING REQUIREMENTS <br />2x4 OR 2x6 WOOD BEARING <br />PROVIDE BLOCKING <br />Z <br />WALL W/ SYP No 2 STUDS SEE <br />PLANS FOR SPACING. SINGLEBTM. <br />74t <br />PLATE TO BE PT. <br />SECURE ST. PLATE TOPROVIDE <br />SLAB W/tOd MASONRY NAIL6"OC <br />DBL, TOP PLATE <br />STAGGERED. <br />Qr/F <br />ADDITIONALMETAL <br />c� U <br />ULE <br />CONNECTORSNOT <br />-J <br />R SIZE <br />REQUIRED WHEN NO <br />xa. <br />ANTITY <br />UPLIFT IS PRESENT. <br />O <br />8" CMU WALL <br />PORED LINTEL CONT. (TYP.) <br />INTERIOR CURB FOUNDATION WOOD WALL <br />- - <br />B"CMU FILLED CELL (TVP) <br />,. TOP OF SLABt: <br />�.I° <br />8 <br />SEE SLAB SCHEDULE <br />2XWALLFRAMING <br />+ _ O-0 <br />SEE SLAB SCHEDULE <br />iQ" DIA SIMPSON ST82 BOLTS 5" <br />TOP OF SLAB <br />Z <br />Z <br />— <br />.' <br />MINIMUM EMBEDMENT INTO <br />"ISOLATED" COLUMN PAD <br />GROUTED CELL, 4" FROM ENDS AND <br />'a�� • <br />NTERED UNDER WALL AND <br />�.��—° <br />16' O.C. VERTICALLY MAX <br />° <br />POURED MONOLITHICALLY WITH <br />• <br />-- — - FOUNDATION AND SLAB <br />9' VARIES a' <br />SEE SCHEDULE <br />- <br />SEE SCHEDULE <br />3' <br />FOR WXD, BAR SIZE <br />s / FOR WXD, BAR SIZE <br />3' <br />" AND BAR QUANTITY <br />✓ AND BAR QUANTITY <br />COMBINED EXTERIOR MONO- <br />as <br />-4INTERIOR <br />FOUNDATION WOOD WALL <br />INTERIOR FRAME BRIG WALL TO <br />FOOTING AND COL. PAD <br />BLOCK WALL CONNECTION <br />° .•• :_ ; <br />(NO UPLIFT) <br />1 0 <br />SCALE: 3/4"=,'-0" <br />11 SCALE: 3/4"=,'-0" <br />F <br />RECESS FOOTER <br />S__SHOWER <br />SCALE: 1 "=1'-0" <br />A R C N I T! C T 3 <br />Gr esbu i gn <br />L441 N. RONALD REAGAN BU <br />LONGWOOD, FL32750 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />www.abdesigngroup.com <br />AA #: 0003326 <br />m <br />0 <br />m� <br />4 <br />F <br />SlUBDIV. ae LJOT <br />SILVERADO <br />LOT #16 <br />BLK #16 <br />PROJECT* <br />3719.0 1-1616 <br />MODEL,: <br />"2045—LANTANA" <br />GARAGE 9NINO: <br />RIGHT <br />PAGE: <br />DETAILS <br />50 MPH <br />